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HomeMy WebLinkAboutNC0057703_Permit Issuance_20111213AliliA�� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director December 13, 2011 Mr. Thomas J. Roberts Aqua North Carolina, Inc. 202 Mackenan Court Cary, North Carolina 27511 Subject: NPDES PERMIT ISSUANCE Permit Number NCO057703 The Cape WWTP - Grade 2 New Hanover County Dear Mr. Roberts: Dee Freeman Secretary Division personnel have reviewed and approved your applieation for renewal of the subject permit. Accordingly, we are forwarding the attached final NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this permit shall be final and binding. Please take notice that this permit is not transferable. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local governmental permits which may be required. If you have any questions or need additional information, please do not hesitate to contact Maureen Scardina of my staff at (919) 807-6388. Si ricer y, '`Coleen H. Sullins cc: Central Files NPDES Unit Files Wilmington Regional Office 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919.807-63001 FAX: 919-807.6492 t Customer Service: 1-877-623-6748 Internet: http://portal.ncdenr.org/web/wq/home Nne orthCarolina vVaturally An Equal Opportunity 1 Affirmative Action Employer Permit NCO057703 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance_ with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Aqua North Carolina, Inc. is hereby authorized to discharge wastewater from a facility located at The Cape WWTP 900 Cape Boulevard Wilmington New Hanover County to receiving waters designated as the Cape Fear River in the Cape Fear River Basin in.accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 11, III and IV hereof. This permit shall become effective January 1, 2012. This permit and authorization to discharge shall expire at midnight on December 31, 2016. Signed this day December 12, 2011. G ('ion t✓ - Cole" . Sullins, Director Di ion of Water Quality By Authority of the Environmental Management Commission Permit NC0057703, SUPPLEMENT TO PERMIT COVER SHEET All previous NPDES permits issued to this facility, whether for operation or discharge are hereby revoked. As of this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the - permit conditions, requirements, terms, and provisions included -herein. Aqua North Carolina, Inc. is hereby authorized to: 1. Continue to operate an existing 0.260 MGD wastewater treatment system with the following components: ♦ 2 — 30,000 gallon trains ♦ 2—100,000 gallon trains ♦ Influent pump station ♦ Bar screen ♦ Flow splitting device ♦ Four extended aeration package treatment plants ♦ Aerated sludge holding tank ♦ Chlorination (Tablet) ♦ Chlorine contact chamber ♦ Dechlorination ♦ Recording flow meter ♦ Effluent pump station ♦ Eight -inch force main (approximately 7750 feet) ♦ 275 kW standby generator The facility is located at 900 The Cape Boulevard, Wilmington in New Hanover County. 2. After receiving an Authorization to Construct from the Division, expand the wastewater treatment plant capacity to 0.40 MGD, and 3. After receiving an Authorization to Construct from the Division, expand the wastewater treatment plant capacity to up to 0.75 MGD, and 4. Discharge from said treatment works at the location specified on the attached map into the Cape Fear River, currently classified SC (PNA) waters in sub -basin 03-06-17 of the Cape Fear River Basin. 111111111[m DISCHARGE LOCATION t cS ,` 2� q 'Air V 7" �5 1 7 W4 it A M L Q "P. U-7 'Y n A." AIN; % QL1C;J4T Z=n r? JIR 1jz, v S J "Tc A opT'64T 7� X r 6 X. 5" .0 _1P In A". N 4, 4V x 7 7 END 5 ®r- W Y-1 a4 Jt , 1,x 01 ey, ;r V it 4. Aqua North Carolina, Inc. The Cape WWTP County: New Hanover Stream Class: Receiving Stream: Cape Fear River Sub -Basin: Latitude: 34' 04' 34" Grid/Quad: Longitude: 77' 55' 3 6" HUCM SC (PNA) 03-06-17 Carolina Beach 03030005 4 * 4 Facility � F, Location (not to scale) NORTH NPDES Permit No. NCO057703 I Permit NC0057703 . A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on January 1, 2012 and lasting until expansion above 0.260 MGD or expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT , . . LIMITS :. . , MONITORING REQUIREMENTS :_CHARACTERISTICS Pardmeter Code Monthly ; Average. =Daily , iVIazimurn Measurement '-Frequency - Sample `" T e Sample . `.-Location .- Flow 0.260 MGD Continuous Recording Influent or Effluent 50050 BOD, 5-day (20°C) C0310 30.0 mg/L 45.0 mg/L Weekly Composite Effluent Total.Suspended Solids C0530 30.0 mg/L 45.0 mg/L Weekly Composite Effluent NH3 as N 2/Month Composite Effluent C0610 Enterococcil (geometric mean) 35/100 nil 276/100 ml Weekly Grab Effluent 61211 Total Residual Chlorinel 13 µg/L 2/Week . Grab Effluent 50060 Temperature (°C), Weekly Grab Effluent 00010 Total Nitrogen (NO2+NO3+TKN) Quarterly Composite Effluent C0600 Total Phosphorus Quarterly Composite Effluent C0665 pH 00400 Not < 6.5 nor > 8.5 Standard Units Weekly Grab Effluent 3 C Footnote: 1. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS 91 Permit NCO057703 A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning after this facility's acceptance of wastewater from Dolphin Bay WWTP [formerly covered by NC0055107] and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT'LIMITS MONITORIN.GREQUIREMENTS -CHARACTERISTICS._ . Monthly Daily- Measurement � :,Sample .Parameter.Code Average Maximum Frequency Type ;Location--,,', - Flow 0.40 MGD Continuous Recording Influent or Effluent 50050 BOD, 5-day (20°C) —Summer* 5.0 mg/L 7.5 mg/L Weekly Composite Effluent C0310 BOD, 5-day (20°C) — Winter* 10.0 mg/L 15.0 mg/L Weekly Composite Effluent C0310 Total Suspended Solidsl 19.5 mg/L 44.6 mg/L Weekly Composite Effluent C0530 NH3 as N — Summer* 2.0 mg/L 10.0 mg/L 2/Month Composite Effluent C0610 NH3 as N — Winter* 4.0 mg/L 20.0 mg/L 2/Month Composite Effluent C0610 Enterococci (geometric mean) 35/100 nil 276/100 nil Weekly Grab Effluent 61211 Total Residual Chlorine 13 µg/L 2/Week Grab Effluent 50060 Dissolved Oxygen Daily average > 6.0 mg/L — Weekly Grab Effluent 00300 Temperature (°C) Weekly Grab Effluent 00010 Total Nitrogen (NO2+NO3+TKN) Quarterly Composite Effluent C0600 Total Phosphorus ' Quarterly Composite Effluent C0665 pH Not < 6.5 nor > 8.5 Weekly Grab Effluent 00400 Standard Units *Summer: April 1— October 31 *Winter: November 1 —March 31 Footnotes: 1. Total Suspended Solids limits amended per 15A NCAC 02B .0224(1)(b)(ii). 2. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by -a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L. THERE.SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS • M Permit NCO057703 A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning upon expansion above 0.400 MGD and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT. LIMITS MONITORING'REQUIREIVIENTS CHARACTERISTICS . monthly Daily Measurement <.Sample Sample -Parameter Code Average : ` Maximum = Frequency `. Tye --. ,. Location Flow Up To Continuous Recording Influent or Effluent 50050 0.750 MGD BOD, 5-day (20°C) — Summer* 5.0 mg/L 7.5 mg/L 3/week Composite Effluent C0310 BOD, 5-day (20°C) — Winter* 10.0 mg/L 15.0 mg/L 3/week Composite Effluent C0310 Total Suspended Solidsl 10.0 mg/L 15.0 mg/L 3/week Composite Effluent C0530 NH3 as N— Sumner* 2.0 mg/L 10.0 mg/L 3/week Composite Effluent C0610 NH3 as N — Winter* 4.0 mg/L 20.0 mg/L 3/week Composite Effluent C0610 Enterococci (geometric mean) 351100 ml 276/100 ml 3/week Grab Effluent 61211 Total Residual Chlorine 13 µg/L 3/week Grab Effluent 50060 Dissolved Oxygen Daily average > 6.0 mg/L 3/week Grab Effluent 00300 Temperature (°C) Daily Grab Effluent 00010 Total Nitrogen (NO2+NO3+TKN) Quarterly Composite Effluent C0600 Total Phosphorus Quarterly Composite Effluent C0665 pH Not < 6.5 nor > 8.5 3/week Grab Effluent 00400 Standard Units *Summer. April 1— October 31 *Winter: November 1 — March 31 Footnotes: 1. Total Suspended Solids limits amended per 15A NCAC 02B .0224(1)(b)(ii). 2. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory (including field certified), even if these values fall below 50 µg/L. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS Permit NC0057703 A.(4.) ENGINEERING ALTERNATIVES ANALYSIS REQUIREMENT Prior to expansion stages, the permittee shall submit a detailed analysis of all available means to dispose of this facility's wastewater. This Engineering Alternatives Analysis (EAA) shall be prepared in compliance with the Division's guidance document for EAAs. If no EAA is submitted, the Division may reopen and modify this permit to increase monitoring frequencies or change the effluent limits as necessary to protect the receiving stream. A.(5.)'PERMIT RE -OPENER: SUPPLEMENTARY NUTRIENT MONITORING/TMDL IMPLEMENTATION Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in the North Carolina Administrative Code at 15A NCAC 2H.0112 (b) (1) and 2H.0114 (a) and Part 11 sections B-12 and B-13 of this permit, the Director of DWQ may reopen this permit to require supplemental nutrient monitoring of the discharge. The purpose of the additional monitoring will be to support water quality modeling efforts within the Cape Fear River Basin and shall be consistent with a monitoring plan developed jointly by the Division and affected stakeholders. In addition, the results of water quality modeling may require that limits for total nitrogen and total phosphorus be imposed in this permit upon renewal. The Division may, upon written notification to the Permittee, re -open this Permit in order to incorporate or modify effluent limitations, monitoring and reporting requirements, and other permit conditions when it deems such action is necessary to implement TMDL(s) approved by the USEPA. A. (6.) SPECIAL CONDITION — EXPANSION PLANS No later than 180 days after the effective date of this permit, the Permittee shall submit an update to their plans for expansion above 0.260 MGD. Expanded limits were added to the permit to accommodate flows from Dolphin Bay WWTP (NC0055107) as well as those currently allocated to the Ocean Forest service area (EAA, June 2006). The -updated expansion plans must be submitted to: NCDENR; Division of Water Quality, NPDES Program 1617 Mail Service Center Raleigh, NC 27699 . Attn: Maureen Scardina and to, Wilmington Regional Office, Surface Water Protection 127 Cardinal Drive Extension Wilmington, NC 28405 Attn: Dean Hunkele AFFIDAVIT OF PUBLICATION STATE OF NORTH CAROLINA COUNTY OF NEW HANOVER Public Notice Before the undersigned, a Notary Public of Said County and State, g North Carolina Environmental Management Commission/NPDES Unit, 1617 Mail Service Center Raleigh, INC 27699-1617 Notice of Intent to Issue a NPDES I Keith Raffone Wastewater Permit The North Carolina Environmental Who, being duly sworn or affirmed, according to the law, says that he/she is Management Commission proposes to issue a NPDES wastewater dis- charge permit to the person(s) listed below. Controller Written comments regarding the proposed permit will be accepted until 30 days after the publish date corporation organized and doing business under the Laws of the State of of this notice. The Director of the NC Division of Water Quality (DWQ) of THE STAR -NEWS, a North Carolina, and publishing a newspaper known as STAR -NEWS in the City of Wilmington may hold a public hearing should there be a significant degree of Public Notice North Carolina Environmental Management Commission/NPDES Unit, l 17 public Interest. Please mail com- rents and/or information requests Mail Service Center Raleigh, NC 27699-1617 Notice of Intent to Issue a NPDES Wastewater g the! above address. In tereit the DWQ Dsted persons may v Permit The North Carolina Environmental Management Commission proposes to issue a NP at 512 N. Salisbury Street, Raleigh, NC to review information on file. Additional information on NPDE5 permits and this notice may be found on our website: http://portal.ncdenr.orgtweb wglswpipstnpder/ calendat or by calling (919) 807-6304. CTI of INC requested renewal of was inserted in the aforesaid newspaper in space, and on dates as follows: permit NCO082970 for CTI of NC WWTP in New Hanover County; this permitted discharge is treated ggroundwater/wastewater to Cape Fear River, Cape Fear River Basin. I 101291x Flint Hills Resources requested re- newal of permit NCO076732 for New Hanover Terminal in New And at the time of such publication Star -News was a newspaper meeting all the requirements and Hanover County; this permitted dis- charge is treated groundwater/ qualifications prescribed by Sec. No. 1-597 G.S. of N.C. wastewater to Cape Fear River, Cape Fear River Basin. vopak Terminal Wilmington re- quested renewal of permit NC0073181 for South Wilmington , „p,ttElt€tppprt, Terminal in New Hanover County; this permitted discharge is treated //`J('`/ Title: Controller V, Q'Co�d/s�� stormwater/wastewater to UT to Cape Fear River i `t �1 �^ ✓ice before me this Cape Fear River, Basin. Sworn or (firmed to, and subscribed tea. A.D., �Q [� ?t�� �� Vopak Terminal Wilmington re quested renewal of permit Terminal , j :;j; S. P hereunto hand and affixed my & cial deal, the day and NCO073172 for Wilmington In Testimony Whereof, I have set my in New Hanover County; this per- mitted discharge is treated storm- year aforesaid. s d water/wastewater to Cape Fear'u River Cape Fear River Basin. Mess Corporation requested- re- newal of permit NCO066711 for New Hano- - Notary Public Wilmington Terminal in ver County; this permitted dis- charge is treated stormwater/ wastewater to UT to Cape Fear River, Cape Fear River Basin. 2Q �; i Mission ex ires day of — U /r,OMMISSIONEXPIRES9�12JZ01Z y p Aqua North Carolina, Inc. requested renewal of permit NCO065480 for Beau Rivage Plantation WWTP in New Hanover County; this permit- ted discharge is treated wastewater to the Cape Fear River; Cape Fear ping affidavit with the advertisement thereto annexed it is adjudged by the Court that the said River Basin. and that the summons has been duly and legally served on the defendants . p Aqua North Carolina, Inc. requested y for made renewal of permit NC0057703 The Cape WWTP in New Hanover T County; this permitted discharge is treated wastewater to the Cape Fear River; Cape Fear River Basin. Clerk of Superior Court FACT SHEET FOR EXPEDITED PERMIT RENEWALS This form must be completed by Permit Writers for all expedited permits which do not require full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home parks, etc) that can be administratively renewed with minor changes, but can include facilities with more complex issues (Special Conditions, 303(d) listed. water, toxicity testing, instream monitoring, compliance concerns). Basic information for Expedited Permit Renewals .Permit Writer/Date Maureen Scardina / October 2011 Permit Number NCO057703 Facility Name The Cape WWTP Basin Name/Sub-basin number 03-06-17 Receiving Stream Cape Fear River Stream Classification in Permit SC Does permit need Daily Max N113 limits? No Does permit need TRC limits/language? Yes No If Yes, add TRC language below Does permit have toxicity testing? Yes No If Yes, attach tox data summary Doespen-nit have Special Conditions? Yes No .If Yes, discuss with Supervisor Does permit have instream monitoring? Yes No If Yes, attach data summary Is the stream impaired (on 303(d) list)? For whatparameter? Yes No If Yes, add 303(d) language below Any obvious compliance concerns? No Any permit mods since last permit? No Current expiration date 12/31/2011 New expiration date 12/31/2016 Comments received on Draft Permit? Yes No If Yes, discuss response with Supervisor The following modifications have been made to the draft permit: • Updated the list of components on the Supplement to Permit cover sheet. • Parameter codes have been added to Sections A.(1.). • Fecal Coliform monitoring/limit has been removed from Section A.(1.). • A Total Residual Chlorine footnote has been updated in Section A.(1.). • Total Suspended Solids limit has been changed in Sections A.(2.) and A.(3.); for facilities located within a Primary Nursery Area (PNA), HQW standards must be applied to any new or expanded facilities [per 15A NCAC 02B .0101 (e)(S) & 1 SA NCAC 02B .0224(1)(b)(d)J. • Updated Section A.(5.) Permit Reopener. • Added Section A.(6.) Expansion Plan, status update required within 180 days of permit effective date. The Dolphin Bay WWTP renewal application included a long range plan for maintenance and upkeep and did not indicate there would be a connection to The Cape WWTP. Scardina, Maureen Subject: DRAFT Permits: NC0065480 & NC0057703 From: Willis, Linda Sent: Thursday, October 27, 2011 4:53 PM To: Hennessy, John; Hunkele, Dean Cc: Gregson, Jim; Scardina, Maureen; Collier, Chip; Deaton, Anne; Reid, Dianne; Brower, Connie Subject: RE: DRAFT Permits: NC0065480 & NC0057703 John, If you please, 143-215.1(a1) states : In the event that both effluent standards or limitations and classifications and water quality standards are applicable to any point source or sources and to the waters to which they discharge, the more stringent among the standards established by the Commission shall be applicable and controlling. The water quality standard of 10 mg/L is more stringent and controlling. I'm going to get on my soap box here for a moment. We have grossly missed the proper classification of a huge segment of the Cape Fear River for PNA/HQW long ago. I assure you the PNA status was established before these two facilities were built. So, we can also argue that when we have found a mistake in our permit limitations (I'll find that reg in the general statute if you give me time... ) we are obligated to correct the issue in the permit. All we are asking in the region is for DWQ to honor the general statute 143- 215.1(a1) and impose the 10 mg/L limit if the facility has tertiary treatment. We agree, at this point, we can't impose the tighter standards on the rest who don't have tertiary treatment, but will provide appropriate limitations upon expansion or upgrade. I'm not sure how we would explain to our good friends with CHPP that we aren't going to make our ww facilities use their tertiary filters (when they have them) to meet a PNA standard. Please, I've been battling this PNA issue for over two years... I had to explain to the CHPP steering committee, how we managed to miss this.. let's get the stakeholders involved and make sure we make a good and defendable decision on this. Please.... Thanks. Linda From: Hennessy, John Sent: Wednesday, October 26, 2011 1:21 PM To: Hunkele, Dean Cc: Gregson, Jim; Willis, Linda; Scardina, Maureen Subject: RE: DRAFT Permits: NC0065480 & NC0057703 Dean if you look at the rules for HQW (15A NCAC .02B .0244) you are correct that new discharges get a TSS limit of 10 mg/L. We have assumed that meant that was for a monthly average, and have been giving a 1.5 times value for daily maximum. However, you review the rule for expanded discharges, it reads, "All expanded NPDES wastewater discharges in High Quality Waters shall be required to provide the treatment described in Sub -Item (1)(b), except for those discharges which expand with no increase in permitted pollutant loading". So, what I took this to mean was that expanded discharges did have to meet the same 10 mg/L for TSS spelled out in 15A NCAC .02B .0224 (1)(b) that new discharges had to meet unless they could discharge at the higher volume without adding to the total TSS load. Being the new guy, and thus not sure of my interpretation, we brought the issue up at Monday's staff meeting. The discussion that occurred at the meeting confirmed my interpretation. So, what that means, is that limits for an expanded discharge are based on a mass balance calculation. In this case, a doubling of the discharge from 100,000 to 200,000 reduces the concentration from 30 mg/L to 15 mg/L. The increase to 500,000 reduces to 6 mg/L so the limit then becomes the prescribed 10 mg/L. The presence of absence of tertiary filters doesn't come into play in the limit calculation, as much as we might like it to. I hope this helps explain why we used the limits that we did in the various permits that have been swirling around lately. We will be working with Planning to get the PNA/HQW issue in BIMS rectified. Let me know if you have any questions. Thanks. Scardina, Maureen Subject: DRAFT Permits: NCO065480 & NCO057703 From: Hunkele, Dean Sent: Tuesday, October 25, 2011 11:26 AM To: Scardina, Maureen Cc: Gregson, Jim; Willis, Linda; Hennessy, John Subject: RE: DRAFT Permits: NCO065480 & NCO057703 Maureen, OK, a little follow-up. NCO057703: I/we use the system description in permits to determine what should be present and has to be maintained in operation or a condition for potential use at the facility, thus we view it as very important that it is accurate & correct and as complete as possible. This particular facility replaced its tablet chlorination system from each package plant/train with a new & improved single dosing location/system and replaced their effluent pump tank with a 25% larger unit; in both cases no A-to-C was obtained and it was not like -for -like in my opinion. However given the lack of a good system description in existing permit and fact that what they did should not cause an issue and be better, we did not pursue enforcement. The current facility & its flow of 0.260 MGD does not have tertiary filters, thus old TSS should remain. However, both the 0.400 & 0.750 MGD sets of limits are expansions and should have new TSS limits of 10 & 15 as A-to-C for expansion will be required and filters can be added at that time to meet these limits and assist in meeting the tighter BOD and new Ammonia limits. • Gotcha on the increased frequency questions and I don't see any reason to increase them at this point. • Missed the cover letter item as probably looked at the other permit's letter, thus we are good there. Dean Hunkele, Senior Environmental Specialist Wilmington Regional Office Division of Water Quality, Surface Water Protection Section http://www.ncwaterguality.org E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. Scardina, Maureen Subject: DRAFT Permits: NCO065480 & NCO057703 From: Scardina, Maureen Sent: Tuesday, October 25, 2011 9:00 AM To: Hunkele, Dean Cc: Gregson, Jim; Willis, Linda; Hennessy, John Subject: RE: DRAFT Permits: NCO065480 & NCO057703 Dean, See responses below. I've included an updated pdf for NCO065480 reflecting a correction to the facility location and the additional treatment components you mentioned. For NCO057703: • In the Description the two 30K and two 100K treatment trains are the extended aeration package plants in Item 6 and I would state that Dechlorination is Liquid. Their renewal application states they have a new tablet chlorinator. I understood that they want to be allowed to switch to liquid but they have not stated that they have, nor have they indicated they have the equipment in place to do so. I mentioned in an email in August that we don't provide that kind of authorization. We want them to chlorinate, we don't get into telling them how to do so. As long as they have the necessary permit and/or ATC.... then they can do what they wish as long as they comply with the permit. • Why is the stricter TSS limit not being applied to the 400K flow level as new infrastructure will need to be designed, approved, & built to take any flow over 2600 They did get new TSS limit based on 15A NCAC 02B .0224(1)(c). • Do the monitoring frequencies not increase as flow increases? • Not necessarily — monitoring frequency is typically based on the class of the facility. See 15A NCAC 2B .0500. • The cover letter needs to direct them to CG&L for an A-to-C to change their chlorination system/method — their renewal request mentioned wanting permission in this renewed permit. I did direct them to CG&L in the cover letter. The second paragraph reads: "A request was made in your permit renewal application to switch to liquid chlorination, please be sure to apply for the appropriate Authorization to Construct (see http://portal.ncdenr.org/web/wq/cgls/permit/atc)." Thanks Dean Hunkele, Senior Environmental Specialist Wilmington Regional Office X�T`�%%f35S •Cv� •�� �I70 OCG �Pp `U`,/OC rr/4A� /�% zofldcv 6 P6 1AZdu rr�d1J /i �S s� Ooo �vo oow Svd,Ovo -------- ---- - --- �`s /7! /A b� �� Afi=A � NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor NPDES Permit Renewal Staff Report Division of Water Quality Coleen H. Sullins Director July 8, 2011 To: Maureen Scardina, NPDES Expedited Permitting & Compliance Unit From: Dean Hunkele, Senior Environmental Specialist —Wilmington Facility: Beau Rivage (NC0065480) Please review last inspection report dated 5-12-2011. Facility address & lat/longs and outfall lat/longs have been updated in BIMS. ecific Permit Comments: Dee Freeman Secretary The treatment plant is a single train package plant. System description needs to be updated to include new EQ tank, digester, manual bar screen, and on -site generator w/ATS. RO files do not have copy of A-to-C to provide permit writer sizing of digester and EQ tank., thus should be requested from Aqua -NC. 2. Permit needs to have the Daily Limit of 276 for Enterococci applied to permit. This outfall is ✓ adjacent to a public park with _fishing pier & small boat launch and a private residence. Given history of facility and somewhat poor flushing, bacti sampling should be increased to at least ? k2x/week. 3. Permit needs to have a low-level Total Residual Chlorine limit applied. Facility already hasd equipment for dechlorination and is using it, thus compliance schedule should not be necessary. n 4. The permit should be corrected to reflect the appropriate surface water classification of PNA HQW. The permit needs to impose TSS limitations of 10 mg/L (daily maximum) to any potential'? expansion above 0.100 MGD or plant replacement. 5. Quarterly sampling months should be specified to prevent phantom violations in BIMS, thus> lL Aqua should be asked to provide desired month.C�0i4Lt 4 Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Phone: 910-796-7215 / FAX: 910-350-2004 Internet: www.ncwaterguality.orR Nne orthCarolina Naturally An Equal Opportunity/Affirmative Action Employer Customer Service 1-877-623-6748 50% Recycled/10% Post Consumer Paper Scardina, Maureen From: Hunkele, Dean Sent: Monday, July 11, 2011 8:31 AM To: Scardina, Maureen Subject: NCO065480 Beau Rivage A-to-C info from BIMS mentioned in Item #1 of staff report inclined bar screen; flow control box; 35,000 gallon flow equalization system and a 35,000 gallon aerated sludge holding tank in a common tank consisting of three (3) 7.5 Hp blowers and two (2) 175 gpm flow equalization pumps; and 75 kW standby generator Dean Hunkele, Senior Environmental Specialist Wilmington Regional Office Division of Water Quality, Surface Water Protection Section http://www.ncwaterguality.org/ Direct Phone: (910) 796-7387 Main Phone: (910) 796-7215 Fax: (910) 350-2004 Address: 127 Cardinal Drive Ext Wilmington, NC 28405-3845 To report a SSO, WWTP Bypass, or Spill after hours, holidays, or weekends call The NC Division of Emergency Management @ 1-800-858-0368 E-mail correspondence to and from this address may be subiect to the North Carolina Public Records Law and may be disclosed to third parties. 1 A U AW June 29, 2011 Mrs. Dina Sprinkle NCDENR / DWQ / Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Re: NPDES Permit Renewal Package The Cape WWTP NPDES Permit No. NCO057703 Dear Mrs. Sprinkle: Aqua North Carolina, Inc. Thomas J. Roberts 202 MacKenan Court President and Chief Cary, NC 27511 Operating Officer T: 919.653.5770 F: 919.460.1788 tjroberts@aquaamerica.com www.aquanorthcarolina.com Aqua North Carolina, Inc. (Aqua) hereby requests renewal of the referenced NPDES permit. Enclosed are the following documents for review: • Two copies of this cover letter. • One original and two copies of the completed NPDES Application — Form D. • Three copies of a map showing the outfall location. • One original and two copies of the narrative description of the sludge management plan for this WWTP. • Three copies of the Plan of Action for this facility over the next five years, included as requested by the Wilmington Regional Office. Since the previous permit renewal, the following components have been added to the facility in accordance with A to C No. 057703A02: • New effluent tank, • New chlorination and de -chlorination facilities, • A new recording flow meter, and • A new 275 kW standby generator. Lastly, in speaking with Mr. Dean Hunkele during the most recent inspection, Aqua requested that we be allowed to switch from tablet chlorination back to liquid chlorination. Aqua was instructed to make this request at the time of this permit renewal application. If you have any questions, concerns, or require additional information, please contact Ray Cox of Highfill Infrastructure Engineering, P.C. at (910) 313- 1516 or Don Williams of Aqua North Carolina at (910) 625-2533. Thank you for your consideration of this request. Since- y Tlioi-n J. IRobert President and C H 0 LJ-UL-fijl DENP.-�a'IA7PER QUALITY POINT SOURCE BRANCH Enclosures An Aqua America Company NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD Mail the complete application to: N. C. DENR / Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 NPDES Permit jNC0057707Y= If you are completing this form in computer use the TAB Ivey or the up - down arrows to move from one field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type. 1. Contact Information: Owner Name Facility Name Mailing Address City State / Zip Code Telephone Number Fax Number e-mail Address Aqua North Carolina, Inc. The Cape WWTP 202 Mackenan Court Cary NC 27511 (919)653-5770 (919)460-1788 TJRoberts@aquaamerica.com 2. Location of facility producing discharge: Check here if same address as above ❑ Street Address or State Road 900 The Cape Blvd City Wilmington State / Zip Code County NC 28412 New Hanover 3. Operator Information: Name of the firm, public organization or other entity that operates the facility. (Note that this is not referring to the Operator in Responsible Charge or ORC) Name Aqua North Carolina, Inc. (Don Williams, Regional Manager) Mailing Address 105 Hampstead Village, Bldg 24-I City Hampstead State / Zip Code NC 28443 a Telephone Number (910)270-1412 Fax Number (910)270-3147c J11/ 1 of 3 Form-D 05/08 NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 4. Description of wastewater: Facility Generating Wastewater(check all that apply): Industrial ❑ Number of Employees Commercial ® Number of Employees 30 est. Residential ® Number of Homes 1,428 School ❑ Number of Students/Staff Other ❑ Explain: Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers, restaurants, etc.): Residential subdivision, clubhouse Population served: 3,213 (estimated: 2.25 persons/household per County Census data) 5. Type of collection system ® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer) 6. Outfall Information: Number of separate discharge points 1 Outfall Identification number(s) 001 Is the outfall equipped with a diffuser? ❑ Yes ® No 7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall): Cape Fear River S. Frequency of Discharge: ® Continuous ❑ Intermittent If intermittent: Days per week discharge occurs: Duration: _ 9. Describe the treatment system List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a separate sheet of paper. Effluent tank replaced in 2010. Includes new tablet chlorinator, chlorine contact and dechlorination facilities. Flow meter also replaced in 2010. New 275 kW standby generator installed in 2007. 2 of 3 Form-D 05/08 NPDES APPLICATION - FORM D For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD 10. Flow Information: Treatment Plant Design flow 0.260 MGD Annual Average daily flow 0.154 MGD (for the previous 3 years) Maximum daily flow 0.292 MGD (for the previous 3 years) 11. Is this facility located on Indian country? ❑ Yes ® No 12. Effluent Data Prouide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum and monthly average. If only one analysis is reported, report as daily maximum. Parameter Daily Maximum Monthly Average Units of Measurement Biochemical Oxygen Demand (BODS) 17 5.4 mg/L Fecal Coliform 26,500 2.6 #/ 100 mL Total Suspended Solids 8.1 3.75 mg/L Temperature (Summer) 31 27.4 deg C Temperature (Winter) 22 16.4 deg C PH 7.5 7.2 su 13. List all permits, construction approvals and/or applications: Type Permit Number Type Hazardous Waste (RCRA) NESHAPS (CAA) UIC (SDWA) Ocean Dumping (MPRSA) NPDES NCO057703 Dredge or fill (Section 404 or CWA) PSD (CAA) Other Non -attainment program (CAA) 14. APPLICANT CERTIFICATION Permit Number I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete, and accurate. Person ture of A Title North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a similar offense.) 3 of 3 Form-D 05/08 RESIDUALS PLAN AQUA, NC, COASTAL REGION Sludge hauling from the plant is handled through an agreement with McGill Environmental. During normal operation, waste solids are wasted to the solids holding tank to be thickened by settling & decanting. Thickened sludge is tested to determine when it reaches approximately 2% solids content before hauling. McGill brings a mobile dewatering unit onsite & dewaters the sludge, adding polymer & returning the released water back to the head of the plant. The sludge is stabilized by McGill's composting process to meet the requirements of Class A Biosolids, at McGill's permitted facilities, WQ0006816 & SWC1906. TCLP analyses are kept on file at McGill & Aqua offices. S PLAN OF ACTION FOR THE CAPE WWTP Aqua's long range plan for maintenance & upkeep to the Cape WWTP includes a number of major Capital improvements planned over the next 5 years. These planned Capital improvements are a part of Aqua's 5 year Capital Budget Plan just recently revised & approved. Included in that plan for The Cape are monies for painting of the plant in 2012, upgrades to the security fencing in 2013, & a new digester to replace the old one in 2013. Aqua's 5 year Capital Budget is reviewed & revised yearly to reflect current needs. While these are specific planned larger capital outlays, Aqua will continue to evaluate & make necessary repairs to the air & diffuser system on an as needed basis. Aqua has just recently implemented an Asset Management Program, Maintenance Connection, which will help identify & track needed maintenance on all of our facilities. Maintenance Connection will be linked in with our work order program & budgeting process to allow for a more thorough review & tracking of our facility maintenance needs. NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor NPDES Permit Renewal Staff Report Division of Water Quality Coleen H. Sullins Director August 1, 2011 Dee Freeman Secretary To: Maureen Scardina, NPDES Expedited Permitting & Compliance Unit From: Dean Hunkele, Senior Environmental Specialist — Wilmington Through: Matt Matthews, Acting Regional Supervisor V"VA Facility: The Cape (NC0057703) Please review last inspection report dated 5-12-2011. Facility address & lat/longs and outfall latllongs have been updated in BIMS. Specific Permit Comments: 1. The treatment plant is comprised of 4 package plants: two 30K and two 100K trains. Permit should be written to reflect this. 2. Permittee requested they be allowed to switch back to liquid chlorination from tablet, but our permits have ✓ always reflected tablet going back at least 2-3 permit cycles. They should be advised to apply for an A- to-C through CG&L. O A r0� � 3. Outfall is located within PNA or right on the break point and since tidal, the permit should be corrected to fr tG reflect the appropriate surface water classification of PNA HQW. The permit needs to impose TSS C. �(tl►'if�'' limitations of 10 mg/L (daily maximum) if tertiary treatment or similar is provided at the facility. If tertiary treatment is not provided, a compliance schedule should be included that requires the facility to either Cl�` demonstrate the existing facility can meet the TSS limit, or propose and construct the appropriate treatment process to meet 10 mg/L. At a minimum, the expanded permit TSS limits should be ,✓ chanced to this 10 me/L Iimit. 4. In 2007 we granted additional capacity based on regionalization from 2 existing permits (1 existing facility), but to date the Permittee has not moved forward on any plans to upgrade this facility due to its own shortcomings nor take the flow from the existing Dolphin Bay facility (NC0055107). Dolphin Bay is in train treatment has �1D�1C1G� T desperate need of replacement due to its physical condition and single of plus a i poorly located outfall in a prime recreational area that is adjacent to a public park, within 0.5 mile of ar,�-1 public boat ramp, and about a mile from the Carolina Beach Inlet with swimming off north end of Carolina CCU 1 Beach. Our office would like to see a Special Condition in this permit and that of Dolphin Bay requiring the T) V1. abandonment of the Dolphin Bay facility & its discharge by the end of this permit cycle. That is, only We, Ca` t C renew for one more 5-year cycle and make sure Permittee is aware that the permit will not be renewed in 2016-17. This would require some upgrades that the Cape facility. 4t/Q, Wilmington Regional Office C�a 127 Cardinal Drive Extension Wilmington, NC 28405 110 No(orthCarofina Phone: / fi 910350-2004 Internet: www.ncwat`erqu4lAy.or ratuall# An Equal Orportunily/Affirmative Action Employer Customer Service i-877-622-6748 50% Recycled; tnq6 Post Consurrer Paper United States Environmental Protection Agency Form Approved. C P / A Washington, D.C. 20460 EPA OMB No. 2040-0057 Water Compliance, Inspection Report Approval expires 8-31-98 Section A: National Data System Coding (i.e., PCS) Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type 1 2 U 31 NCO057703 I11 121 11/05/12 117 IBUC 19us 20Lj u L� L� Remarks 2111111IIIIIIIIIIIIIIIIIIIIIIIIII111111IIIJill 1116 Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA -= ----------------------Reserved------------- 67I 169 701 41 711 NJ 721 NJ 73 LU 74 751 I I I I I I 180 Section B: Facility Data Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include Entry Time/Date Permit Effective Date POTW name and NPDES permit Number) 02:30 PM 11/05/12 07/09/01 The Cape WWTP Exit Time/Date Permit Expiration Date 900 Cape Blvd Wilmington NC 28412 04:.00 PM 11/05/12 11/12/31 Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data Eric N Youngs//910-270-1412 /9102703147 Eric Nathan James Youngs/ORC/910-270-1412/ Name, Address of Responsible Official/Title/Phone and Fax Number Donald W Williams,15490 US Hwy 17 N Hampstead NC 28443/Regional Contacted Manager/910-270-1412/9102703147 No Section C: Areas Evaluated During Inspection (Check only those areas evaluated) Permit Flow Measurement Operations & Maintenance Records/Reports Self -Monitoring Program Sludge Handling Disposal ® Facility Site Review Compliance Schedules . Effluent/Receiving Waters Laboratory Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary) (See attachment summary) Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date Dean A Hunkele WIRO WQ//910-796-7215/ Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete. Page # 1 NPDES yr/mo/day Inspection Type 3I NCO057703 I11 12I 11/05/12, I17 18ICI Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary) Unannounced visit. No records were really reviewed as little to none were available due to recent relocation of the Utility's regional office. The future of this facility and that of the Utility's Dolphin Bay facility (NC0055107) are closely related as improvements requiring capital expenditures are needed at both, thus important decisions need to be made soon and appropriate actions initiated. Page # 2 Permit: NCO057703 Owner - Facility: The Cape WWTP Inspection Date: 05/12/2011 Inspection Type: Compliance Evaluation Permit Yes No NA NE (If the present permit expires in 6 months or less). Has the permittee submitted a new application? n n ■ n Is the facility as described in the permit? ■ ❑ . n n # Are there any special conditions for the permit? n n n, n Is access to the plant site restricted to the general public? ■ n n n Is the inspector granted access to all areas for inspection? ■ n n n Comment: Permittee is reminded to apply for renewal of permit by approx. end on June 2011 as permit expires at end of 2011. System description could use some clean-up and updating at renewal. Compliance Schedules Yes No NA NE Is there a compliance schedule for this facility? n n ■ n Is the facility compliant with the permit and conditions for the review period? n ■ n o Comment: Facility had a schedule for TRC that was met. Facility had bacteriological violations during late 2008 & early 2009, but no issues since then. Record Keeping Yes No NA NE Are records kept and maintained as required by the permit? n n u ■ Is all required information readily available, complete and current? n n n ■ Are all records maintained for 3 years (lab. reg. required 5 years)? n n n ■ Are analytical results consistent with data reported on DMRs? n ❑ ❑ ■ Is the chain -of -custody complete? n n n ■ Dates, times and location of sampling n Name of individual performing the sampling n Results of analysis and calibration n Dates of analysis n Name of person performing analyses n Transported COCs n Are DMRs complete: do they include all permit parameters? ■ n n n Has the facility submitted its annual compliance report to users and DWQ? n n ■ n (If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift? n n ■ n Is the ORC visitation log available and current? n n n ■ Is the-ORG certified at grade equal to or higher than the facility classification? ■ n n n Is the backup operator certified at one grade less or greater than the facility classification? ■ .n n n- Page # 3 0 Permit: NCO057703 Owner - Facility: The Cape WWTP Inspection Date: 05/12/2011 Inspection Type: Compliance Evaluation Record Keeping Yes No NA NE Is a copy of the current NPDES permit available on site? n ■ n n Facility has copy of previous year's Annual Report on file for review? ❑ n ■'• n Comment: Little to no records available for review including permit. Need to keep at least 12 months worth of DMRs with corresponding lab reports, field measurement & ORC logs, etc. and a copy of the permit more local. Laboratory ' Yes No NA NE Are field parameters performed by certified personnel or laboratory? ■ Tn n- n Are all other parameters(excluding field parameters) performed by a certified lab? ■ n n 11 # Is the facility using a contract lab? ■ n n Q # Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)? ■ n n n Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees? n n ■ Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees? n n ■ Comment: Temp @ 1.5 C Pump Station - Influent Yes No NA NE Is the pump wet well free of bypass lines or structures? ■ fl n n Is the wet well free of excessive grease? ' n n. n . ■ ` Are all pumps present? n n ❑ ■ Are all pumps operable? n n In ■ Are float controls operable? n n n ■ Is SCADA telemetry available and operational? ' n. n ❑ ■ Is audible and visual alarm available and operational? Q n f ■ Comment: V-- P.1.. AIA KIC Type of bar screen a.Manual. ' b.Mechanical Are the bars adequately screening, debris? Is the screen free of excessive debris? Is disposal of screening in compliance? Is the unit in good condition? nv _ ■ n n n ■nnn ■nnn ■-n In n' Page # 4 Permit: NCO057703 Owner - Facility: The Cape WWTP Inspection Date: 05/1212011 Inspection Type: Compliance Evaluation Bar Screens Yes No NA NE Comment: Partially expanded screen that is new. Aeration Basins Yes No NA NE Mode of operation Ext. Air Type of aeration system Diffused Is the basin free of dead spots? ■ n n In Are surface aerators and mixers operational? ❑ n ■ ❑ Are the diffusers operational? ■ n n n Is the foam the proper color for the treatment process? n ■ n ❑ Does the foam cover less than 25% of the basin's surface? ■ n ❑ n Is the DO level acceptable? n n n ■ Is the DO level acceptable?(1.0 to 3.0 mg/I) n n n ■ Comment: The mixed liquor appearance in the 4 aeration basins could not be more different ranging from being on the dark & heavy side to thin & watery in appearance. It is most likely a result of uneven flow distribution from the splitter box and perhaps uneven wasting practices. MLSS values were measured using a portable TSS meter with the following results: #1 = 1600-2100; #2 = 1800-2300; #3 = 2700-3200; #4 = 3600-4100 mg/L. The Utility should examine this issue to determine how best to address it as it could lead to future compliance problems and is affecting clarifier settling. This plant could benefit from Flow Equalization with a better flow distribution system to the basins. Secondary Clarifier Yes No NA NE ., Is the clarifier free of black and odorous wastewater? ■ n ❑ n Is the site free of excessive buildup of solids in center well of circular clarifier? n ❑ ■ n Are weirs level? ■ n n n Is the site free of weir blockage? ■ n 0 n . Is the site free of evidence of short-circuiting? ■ n n Is scum removal adequate? ■ n n n Is the site free of excessive floating sludge? ■ n n n Is the drive unit operational? n n ■ n Is the return rate acceptable (low turbulence)? ■ Cl n n Is the overflow clear of excessive solids/pin floc? n ■ n n Is the sludge blanket level acceptable? (Approximately '/< of the sidewall depth) ■ n n n Page # 5 Permit: NCO057703 Inspection Date: 05/12/2011 Owner - Facility: The Cape WWTP Inspection Type: Compliance Evaluation Secondary Clarifier Yes No NA NE Comment: Unit #4 had moderate -heavy ashing with moderate loss of floc. Unit #3 had moderate ashing with some floc loss. Unit #2 was doing very well. Unit #1 was very cloudy. Aerobic Digester Yes No NA NE Is the capacity adequate? ❑ ❑ ❑ ■ Is the mixing adequate? ■ n n n Is the site free of excessive foaming in the tank? ■ n n n # Is the odor acceptable? ❑ ❑ ❑ # Is tankage available for properly waste sludge? ■ ❑ ❑ ❑ Comment: Digester has some small leaks where walls have rusted through. Tank sits on bare ground in a slight excavation or depression -- it is prone to float when empty or nearly so and a sump pump in a collection box is present to collect & lower groundwater near surface. Disinfection -Tablet Yes No 'NA NE Are tablet chlorinators operational? ■ ❑ ❑ ❑ Are the tablets the proper size and type? ❑ n ❑ ■ Number of tubes in use? 4 Is the level of chlorine residual acceptable? ❑ ❑ ❑ ■ Is the contact chamber free of growth, or sludge buildup? ■ ❑ n n Is there chlorine residual prior to de -chlorination? n n n ■ Comment: Unusual system with each treatment train's effluent passing through its own tablet box before dumping into contact chamber -- this system is relatively new as far as equipment age. Some denitrifying sludge was present and the amount should be closely monitored to prevent a media for re -growth. Should be measuring "free" chlorine periodically and when bacterial samples are taken so that some correlation can be made between value and that of bacti counts. "Free" chlorine should be in the 1-2 mg/L range before any dechlorinaton occurs. De -chlorination Yes No NA NE Type of system? . Liquid Is the feed ratio proportional to chlorine amount (1 to 1)? ❑ ❑ ❑ ■ Is storage appropriate for cylinders? n n n ■ # Is de -chlorination substance stored away from chlorine containers? n n n. ■ Are the tablets the proper size and type?. n n n n Comment: System installed in 3-2009 Page # 6 L # a6ed 0 D ❑ Cl �,Alaadoad 6u!lejado Aegj aje (paa!nbaa aae sad!d aasng p) juongja;l LJ U U LI l sugap jaglo pue slunowe aoeil uegl jaglo weo; to oeii aalem 6uln!aoaJ ag} aaV U U U U Lpou!e}u!ew Apedoad Ilepno aqj of Aem jo jgbp sl 3N VN ON saA a Id;� uenlg3 •Nuej snOlAejd uegl aa6ael seen l! peleoipui o�jo pue peoeldei Allueoei seen Nuel slgl :juauawoo m U U Cl Lleuo!}eaado pue algel!ene wiele lensln pue elq!pne sl ❑ 0 Cl Lleuo!'ejado pue algel!ene fJ19w0101 VaVOS sl ■ U U U �,algejado sloiluoo;eog ajV ■ U U U Lalgejado sdwnd Ile ajV U U U m Lluesaid sdwnd Ile ajV U U U ■ 1,sainjoruls jo sou!l ssedAq jo aai; IlaM lam dwnd aqj sl 3N VN ON saA ;uonl}}3 - uol;ejg duund 0 9- @ ducal quawwoo 0 CJ 00 L(anl}e}uasaadaa ads(} 6u!ldwes `Aouanbaaj)1pied aqj f(q pannbaa se pawjojjed Buildwas Al!lpej aqj sl 0 11 ❑ 0 L(sn!slao sawbap p-g of lenbe ao ueq} ssal le jda�) abeaols aldwes iol jas aanjeaadwal aadoad sl # ' IN U U U Lueolo 6u!gnj aqj sl im U U U Lpa;dalloo ownlon jadoid sl U U U m Ls}!un }uawleaaj Ile molaq pa}oalloo aldwes sl U U U 1leuo!laodoad mog bu!ldwes allsodwoo sl 3N VN ON saA f5ull weS;uanl43 6 60Z-5Z--Vuo pajeagije0 quawwoo 0 O ❑ Ljolow moll eqj gojew aapaooaa �jeqo aqj saoa (pa;eaedas ace spn 3l) U U U 0 1,leuo!}ejado jejaw mog eq; sl U U U 0 1,41!enuue paleaglleo aa;aw mog sl U U U 0 1,6upodej ao; pasn jejew mog sl # 3N VN ON seA ;uanU13-;umainseaW mol j quawwoo Z,asn ui sagn; jo jagwnN U U U ❑ Lleuo!;eaado sioleuuolgo-ap;algej ajV uo!)en!en3 aoue!ldwoo :odA.L uo!;oodsul d1MM adeo ayl - aaumo 66oZ/Z6/40 :a;ea uo!;oadsul EOLL4000N :3!uuad Permit: NCO057703 Owner - Facility: The Cape WWTP Inspection Date: 05/12/2011 Inspection Type: Compliance Evaluation Effluent Pipe Yes No NA NE Comment: Standby Power Yes No NA NE Is automatically activated standby power available? n n n n Is the generator tested by interrupting primary power source? n n n n Is the generator tested under load? n n n n Was generator tested & operational during the inspection? n ❑ n n Do the generator(s) have adequate capacity to operate the entire wastewater site? n n n n Is there an emergency agreement with a fuel vendor for extended run on back-up power? ❑ ❑ n Is the generator fuel level monitored? 00 n n Comment: Operations & Maintenance Yes. No NA NE Is the plant generally clean with acceptable housekeeping? m n n n Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ n n n Judge, and other that are applicable? Comment: Could do more process control such as weekly MLSS values, "free" chlorine measurements, etc. Would recommend getting a portable TSS-meterfor measuring MLSS to share between the 2 ORCs and 3 facilities in this general location. Page # 8